A short column $$20\mathrm{cm}\times 20\mathrm{cm}$$ in section is reinforced with 4 bars whose area of cross section is $$20\mathrm{sqcm}$$ . If permissible compressive stresses in concrete and steel are $$40\mathrm{kg} / \mathrm{cm}^2$$ and $$300\mathrm{kg} / \mathrm{cm}^2$$ , the load on the column, should not exceed

GitBook practice — Set 4 (Ashadh, 2081)